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HomeMy WebLinkAboutWind Load Calculation IS cd rr....^. ,Cl' ASCE 7-10 Design Wind Loads Wind speed V= 170 mph Exposure Components �t Clad � !00- Easy Sea "M For Wall Com p MC P Load Combination Coefficient: 0.6 Wind Pressures[psf]for use with Allowable Stress Design I(Zt= 1.0 Kd= 0.85 Enclosed Bldg GCpi= 0.18 Triburary area at least... Triburary area at least... Triburary area at least Triburary area at least Triburary area at least Triburary area at least Triburary area at least Triburary area at least Mean 10sgft 15sgft 20sgft 25sgft 30sgft 35sgft 40sgft 50sgft Roof Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Height Interior Corner Interior Corner Interior Corner Interior Corner Interior Corner Interior Corner Interior Corner Interior Corner up to: + + + + + + + + + + + J - + - + I - + - + - + - 15 ft +45.9-49.8 +45.9-61.4 +44.7-48.5 +44.7-59.0 +43.8 47.7 +43.8-57.3 +43.1-47.0 +43.1-56.0 +42.6-46.5 +42.6-54.9 +42.1-46.0 +42.1-53.9 +41.7-45.6 +41.7-53.2 +41.1-45.0 +41.1-51.8 16 ft +46.4-50.3 +46.4-62.1 +45.2-49.1 +45.2-59.7 +44.31-48.2 +44.3-57.9 +43.6-47.6 +43.6-56.6 +43.1-47.0 +43.1-55.5 +42.6-46.5 +42.6-54.6 +42.2- 11 5-52.4 17 ft +46.9-50.9 +46.9-62.8 +45.6-49.6 +45.6-60.3 +44,8-48.7 +44.8-58.5 +44.1-48.1 +44.1-57.2 +43.5-47.5 +43.5-56.1 +43.1-47.0 +43.1-55.1 +42.7- .6 +42.7-54.3 +42.0-45.9 -� .0-53.0 18 ft +47.3-51.4 +47.3-63.4 +46.1-50.1 +46.1-60.9 +45.2-49.2 +45.2-59.1 +44.5-48.5 +44.5-57.8 +44.0-48.0 +44.0-56.6 +43.5-47.5 +43.5-55.7 +43.1- .1 +43.1-54.9:g +42.4-66.41 .4-53.5 2 +48.2-52.3 +48.2-64.6 +47.0-5 +47.01-62.0 +46.1-50.1 +46.1-60.2 +45.4 49.4 +45.4-58.8 +44,8 48.9 +44.8-57.7 +44.3 48.4 +44.3-56.7 +43.9 +4 55.9'` 43.2�3 �§ .2-54.5 22 ft +49.0-53.2 +49.0-65.6 +4 . -51.9 +47.7-63.1 +46.8-51.0 +46.8-61.2 +46.1-50.3 +46.1-59.8 +45.5-49.7 +45.5-58.6 +45.0-49.2 +45.0-57.7 +44.6 + .6-56.8 43.9 e,1 3.Z .9-55.4 24 ft +49.8-54.0 +49.8-66.6 +48.5-52.7 +48.5-64.0 +47.5-51.8 +47.5-62.2 +46.8-51.0 +46.8-60.7 +46.2-50.4 +46.2-59.5 +45.7-49.9 +45.7-58.5 +45.3 9 5] +4 -57.7, 4.6-48W .6-56.2 25 ft +50.1-54.4 +50.1-67.1 +48.8-53.1 +48.8-64.5 +47.9-52.1 +47.9-62.6 +47.1-51.4 +47.1-61.2 +46.6-50.8 +46.6-60.0 +46.0-50.3 +46.0-59.0 +45.6 +4 44.9- .1 .9-56.6 26 ft +50.5-54.8 +50.5-67.6 +49.1-53.4 +49.1-64.9 +48.2-52.5 +48.2-63.0 +47.51-51.7 +47.5-61.6 +46.9-51.1 +46.9-60.4 +46.4-50.6 +46.4-59.4 +45.9- PIC +4iO 58. +45.2-4§5 g .2-57.0 28 ft +51.1-55.5 +51.1-68.5 +49.8-54.1 +49.81-65.8 +48.8-53.2 +48.8-63.9 +48.1-52.4 +48.1-62.4 +47.51-51.8 +47.5-61.2 +47.0-51.3 +47.0-60.1 +46.5- 0.9 +46.5-59.2r +45.8-50.1 +4 .8-57.8 30 ft +51.7-56.1 +51.7-69.3 +50.4-54.8 +50.4-66.6 +49.4-53.8 +49.4-64.6 +48.7-53.0 +48.7-63.1 +48.1-52.4 +48.1-61.9 +47.5-51.9 +47.5-60.9 +47.1- 1.5 +47.1-60 +46.3-50.7 '9.4.3-58.5 32 ft +52.3-56.8 +52.3-70.1 +51.0-55.4 +51.0-67.3 +50.01-54.4 +50.0-65.4 +49.2-53.6 +49.2-63.8 +48.6-53.0 +48.6-62.6 +48.11-52.5 +48.1-61.5 +47.6-52.0 +47.6-60.6 +46.9-51.3 +46.9-59.1 34 ft +52.9-57.4 1 +52.91-70.8 +51.5-56.0 +51.5-68.0 +50.5-55.0 +50.5-66.0 +49.7-54.2 +49.7-64.5 +49.1-53.6 +49.1-63.3 +48.6-53.1 +48.6-62.2 +48.1-52.6 +48.1-61.3 +47.4-51.8 +47.4-59.7 35 ft +53.2-57.7 +53.2-71.2 +51.81-56.3 1 +51.8-68.4 +50.8-55.3 +50.81-66.4 +50.0-54.5 +50.0-64.8 +49.4-53.9 +49.4-63.6 +48.8-53.3 +48.8-62.5 +48.4-52.9 +48.4-61.6 +47.6-52.1 +47.6-60.0 36 ft +53.4-57.9 +53.4-71.5 +52.0-56.5 +52.0-68.7 +51.0-55.5 +51.0-66.7 +50.21-54.8 1 +50.2-65.2 1 +49.61-54.1 1 +49.6-63.9 +49.1-53.6 +49.1-62.8 +48.6-53.1 +48.6-61.9 +47.8-52.4 +47.8-60.3 38 ft +53.9-58.5 +53.9-72.2 +52.5-57.1 +52.5-69.4 +51.5-56.1 +51.5-67.3 +50.71-55.3 1 +50.7-65.8 1 +50.1-54.6 +50.11-64.5 +49.5-54.1 +49.5-63.4 +49.1-53.6 +49.1-62.5 +48.3-52.8 +48.3-60.9 40 ft +54.4-59.0 +54.4-72.8 1 +53.0-57.6 +53.0-70.0 +51.91-56.6 +51.9-67.9 +51.2-55.8 +51.2-66.4 +50.5-55.1 +50.5-65.1 +50.0-54.6 1 +50.0-64.0 1 +49.5-54.1 +49.5-63.0 +48.7-53.3 +48.7-61.5 42 ft +54.9-59.5 +54.9-73.5 +53.4-58.1 +53.4-70.6 +52.4-57.0 +52.4-68.5 +51.6-56.2 +51.6-66.9 +50.9-55.6 +50.9-65.6 +50.4-55.0 +50.4-64.5 +49.9-54.6 +49.9-63.6 +49.11-53.8 +49.1-62.0 44 ft +55.3-60.0 +55.3-74.1 +53.9-58.5 +53.9-71.1 +52.8-57.5 +52.8.-69.1 +52.0-56.7 +52.0-67.5 +51.4-56.0 +51.4-66.2 +50.8-55.5 +50.8-65.1 +50.3-55.0 +50.3-64.1 +49.5-54.2 +49.5-62.5 45 ft +55.5-60.2 +55.5-74.3 +54.1-58.8 +54.1-71.4 +53.0-57.7 +53.01-69.3 +52.2-56.9 +52.2-67.7 +51.6-56.3 +51.6-66.4 +51.0-55.7 +51.0-65.3 +50.5-55.2 +50.5-64.3 +49.7-54.4 +49.7-62.7 i 46 ft +55.7-60.5 +55.71-74.6 +54.3-59.0 +54.3-71.7 +53.2-58.0 +53.2-69.6 +52.41-57.1 +52.4.-68.0 +51.8-56.5 +51.8-66.7 +51.2-55.9 +51.2-65.6 +50.7-55.4 +50.71-64.6 +49.9-54.6 +49.9-63.0 48 ft +56.2-60.9 +56.2-75.2 +54.7-59.4 +54.7-72.2 +53.6-58.4 +53.6-70.1 +52.8-57.6 +52.8-68.5 +52.1-56.9 +52.1-67.2 +51.6-56.3 +51.6-66.0 +51.1-55.9 +51.1-65.1 +50.3-55.0 +50.3-63.4 50 ft +56.6-61.3 1 +56.6-75.7 +55.1-59.9 +55.1-72.7 +54.0-58.8 +54.0-70.6 +53.2-58.0 +53.2-69.0 +52.5-57.3 +52.5-67.6 +51.9-56.7 +51.9-66.5 +51.5-56.3 +51.5-65.5 +50.61-55.4 +50.6-63.9 52 ft +56.9-61.8 +56.9-76.2 +55.41-60.3 +55.4-73.2 +54.41-59.2 1 +54.4-71.1 1 +53.5-58.4 +53.5-69.5 +52.9-57.7 +52.9-68.1 +52.3-57.1 +52.3-67.0 +51.8-56.6 +51.8-66.0 +51.0-55.8 +51.0-64.3 54 ft +57.3-62.2 +57.3-76.7 +55.8-60.7 +55.81-73.7 +54.7-59.6 +54.7-71.6 +53.91-58.8 +53.9-69.9 +53.21-58.1 +53.2-68.6 +52.6-57.5 +52.6-67.4 +52.21-57.0 +52.2-66.4 +51.3-56.2 +51.3-64.8 55 ft +57.5-62.4 +57.5-77.0 +56.0-60.9 +56.0-74.0 +54.9-59.8 +54.9-71.8 +54.1-58.9 +54.1-70.1 +53.4-58.3 +53.4-68.8 +52.8-57.7 +52.8-67.6 +52.3-57.2 +52.31-66.15 +51.5-56.4 +51.5-65.0 56ft +57.7-62.6 +57.7-77.2 +56.2-61.0 +56.2-74.2 +55.1-60.0 +55.1-72.0 +54.2-59.1 +54.2-70.4 +53.6-58.4 +53.6-69.0 +53.0-57.9 +53.0-67.8 +52.5-57.4 +52.5-66.8 +51.6-56.5, +51.6-65.2 58 ft +58.0-63.0 +58.0-77.7 +56.5-61.4 +56.5-74.6 +55.4-60.3 +55.4-72.5 +54.6-59.5 +54.6-70.8 +53.9-58.8 +53.9-69.4 +53.3-58.2 +53.3-68.3 +52.8-57.7 +52.8-67.2]1 +52.0�56.9 +520-65.6 60 ft +58.4-63.3 +58.4-78.2 +56.8-61.8 +56.8-75.1 +55.7-60.7 +55.7-72.9 +54.9-59.8 +54.9-71.2 +54.2-59.2 +54.2-69.8 +53.6-58.6 +53.6-68.7 +53.1-58.1 +53.1-67.6 +52.31-57.2 1 +52:3 In •Design conforms to the Florida Building Code 6th Ed(2017). •Wind Speed noted above Is ultimate design wind speed(3-second gust). •Zones 4&5("interior'and"corner"zones,respectively)are as shown topn_n a a Valid only W" engineer's il! LU •Tabulated design wind loads are based on ASCE 7-10 specifications for •Plus(+)&minus(-)signs signify pressures acting toward and away from the right,where the dimension"a"Is the minimum of 10%of the building's Osignature rai ed seal components and cladding based on design criteria as noted herein. the exterior component or cladding surface,respectively. least horizontal dimension or 40%of the mean roof height,but never less Z •Where this document Is used for permit,applicability of design criteria •Where"Mean(average)Roof Height"cannot be determined,peak roof than 3'-0"or 4%of the least horizontal dimension.J noted herein(Basic Wind Speed,Exposure Category,Risk Category,etc.) height shall be used,except that eave height shall be used for roof angle •This specification Is valid only for use with structures NOT located in the`f shall be verified by the contractor&building official prior to construction. less than or equal to 10•.Round up to values shown upper one-half of an isolated hill,ridge or escarpment. DeC 13 9This specification may be used in conjunction with engineering under •Wind pressures are applicable to all building floors. •This specification is valid for use with buildings of any Risk Category,separate certification(by this engineer or by others)using Allowable Stress •Tabulated wind pressures are valid for all roof slopes;no reduction for including essential facilities and buildings or other structures that Z Design(ASD). roof slope 510°has been considered. represent a substantial hazard to human life In the event of failure. eanooChristia��Iey %#31124 Li •Refer to the above-noted ASCE 7 standard for descrl tions and •Tribute Area noted In table effective wind area Ise ual to the •Desi n Is based on structure classification as Enclosed Bld peak HeightU p ry ( ) q g g FL PE#6 definitions of all design criteria. minimum of[height x width]or[ht x ht/3]. Round down to values shown. WA U Fi cvnnoa i 1200 N Federal Hwy,#200,Boca Raton,FL 33432 Copyright©2019 Easy Seals rev 12 19 DOC No.A10LS.170D